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40'-0" <br />13'-8" <br />F03C '-0" 11'-8" '-0 F09C <br />S1.0 24"x24"x12" CONC FTG w/ #4 S1.0 <br />REBAR @ 6" O.C. EA WAY <br />26'-4" <br />_ F11 �Fll_ <br />S1.0 13'-0" S1.0 <br />27'-0" <br />o <br />w/OPT. SCREEN w/OPT. SCREEN <br />2' <br />3 1/2" 8" 7'-0" 8" 4'-7" 8" 7'-0" 8" 3'-5 1/2" <br />F12- <br />ENCLOSURE ENCLOSURE <br />S1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />•• •• •• <br />••I <br />on <br />• <br />o <br />w o z - <br />-- I VARIES <br />0'-0" FO7 <br />F01 <br />S1.0 <br />OL <br />S1.0 <br />_ o <br />o � <br />• <br />a, '0 r <br />1'-O 1 /2" 11 1 /2" Lj- <br />8" 9'-8" 8" <br />SOLID POUR <br />r; <br />SOLID POUR <br />VERIFY 90.S.C. <br />(a <br />mi• <br />• • <br />• <br />rF01 <br />dCID <br />0-- <br />I <br />3'-0 1 /2" <br />9" <br />• <br />I <br />F07 <br />— <br />• <br />S1.0 <br />I <br />o <br />-5 1 2 <br />00 <br />Ln <br />0'-0" <br />• <br />S.C. <br />F26 <br />81.0 <br />00 <br />co <br />I <br />• <br />0 <br />I <br />• <br />co <br />S. C. <br />0 <br />• <br />'00QD <br />REFER <br />TO ARCHITECTURE FOR <br />AC <br />UAL WALL LOCATION F08 <br />O <br />S1.0 <br />N <br />7 <br />• <br />REFER TO ARCHITECTURE FOR <br />• <br />ACTUAL WALL LOCATION Fog <br />O <br />VARIES <br />I <br />S1.0 <br />S. C. <br />A-- <br />_I <br />Tj <br />Ln <br />c"I <br />START SLOPE �— <br />HERE �' <br />REFER TO DETAIL FOR <br />• <br />I <br />I FLUSH ENTRY CONDITION <br />• <br />20'-9n <br />;VARIES <br />S1.0 <br />'c" <br />S.C. <br />S.C. <br />'o <br />I <br />w <br />o <br />°o <br />FO4 <br />• <br />I <br />7 <br />F07 <br />o <br />S1.0 <br />I <br />S1.0 <br />• <br />I <br />SOLID POUR <br />SOLID POUR <br />• <br />S.C. <br />S.C. <br />• W470 <br />7 1/2„ <br />7 1/2n <br />VERIFY _ <br />�' <br />� <br />�, <br />FO6 <br />• <br />;" <br />M.O. o <br />F04 <br />F01 <br />� �(IS1.0 <br />_ <br />• <br />— <br />' <br />_ <br />• <br />•• <br />•• <br />• <br />1 F01 FO1 0 <br />T\\ S1.0 S1.0 <br />loo• <br />_� <br />N <br />o VERIFY M.O. <br />I <br />o <br />N <br />I <br />N <br />I <br />VERIFY M.O. <br />3'-2" 7'-8" <br />14'-0" <br />FOUNDATION PLAN <br />1'-8 1 /2n 1'-8 1 /2" <br />3'-2" 8" 16'-8" 8" <br />4'-7" <br />40'-0" <br />LEGEND SYMBOLS <br />8x8 FlLLED CELL W/ #5 REBAR <br />FOT-21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />0 8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><0 45• CMU - FILL CELLS W/ #5 REBAR <br />1202 FILLED CELL W/ (4)-#5 REBAR <br />ELE ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX DETAIL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2' 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L" SHAPED SLAB. <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH <br />THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/9/21 <br />DATE �ti1!!IIli/j <br />X apMfN `f ��i <br />.86 <br />r T <br />©AiAL ; <br />a <br />o� <br />Mo <br />? <br />r ..4 <br />v� <br />M <br />O <br />VJ <br />� <br />� <br />O <br />00 <br />ink <br />v <br />� <br />-N <br />N <br />U <br />`Y' <br />CC) <br />c� <br />O <br />b� <br />-c" <br />V' <br />N <br />r� <br />*Pulte- up- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />._ i.Ji 11 111&;IYflAm.�d4iIII -I <br />1 r T <br />